C:UsersjchizackyDocumentsEXTERIOR REHAB Central jchizacky ... · 19 of 33 el02.0001 demolition roof plan - building 1 20 of 33 el02.0002 demolition roof plan - building 2 21 of 33

SAARINEN CIRCLE

PROPELLER COURT MAIN TERMINAL

DAILY GARAGE 1

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OVERFLOWCONTRACTORSTAGING &PARKING AREA

AIRSIDE ACCESSTHROUGH GATE 118VIA RUDDER ROAD

LANDSIDE ACCESSVIA AVIATION DRIVE

ACCESS ROUTE TOOVERFLOWCONTRACTORPARKING

AOA ACCESSGATE 118

CARGOBUILDINGS 3 + 4

CARGOBUILDINGS 1 + 2

ALSO SEE SPECSECTION 007300

WAREHOUSE

CONTRACTORSTAGING AREASEE 2/GN02.0001COORD. FINALLOCATION W/ COTR

CA

RG

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RIV

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AVIATION DR

BLD

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G 2

BLD

G 3

BLD

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CONTRACTORPARKING AREA

A101

1SIM

0

1

A101

SIM

CALLOUT REFERENCE

BUILDING, WALL, OR DETAILSECTION REFERENCE

GRID LINE

LEVEL

SPOT ELEVATION

LEVEL NAME

0' - 0"

0' - 0"

1

A303 EXTERIOR ELEVATION

DETAIL REFERENCEA101

1SIM

MATCHLINE

/MATCHLINE: 1 A101

REVISION

1

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

0 500 1000 5000 0 50 100 200 500

1016 Morton StreetBaltimore, MD 21201

t. 410.850.5425f. 410.625.4790

THE SHEWARD PARTNERSHIP, LLCwww.theshewardpartnership.com

DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

OFFICE OF ENGINEERINGDESIGN DEPARTMENT


CARGO BUILDINGS 1, 2, 3, AND 4 -EXTERIOR REHABILITATION

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012

WASHINGTON DULLES INTERNATIONALAIRPORT WASHINGTON, DC

BC

DRH

FDH

AMMANN & WHITNEYConsulting Engineers, P.C.1250 23rd Street NWWashington, DC 20037FAX: 202-331-7490TEL: 202-331-1029

C:\Users\jchizacky\Documents\EXTERIOR REHAB_Central_jchizacky.rvt

5/3

1/2

012 4

:41:0

7 P

M

As indicated

DRAWING INDEX, GENERALNOTES, LOCATION MAP

GN01.0001

RDHRCY

1 : 7200AR06.0001 GN01.0001

1 LOCATION AND ACCESS PLAN

1" = 200'-0"AR06.0001 GN01.0001

2 SITE KEY PLAN

SHEET NO. SHEET NAME SHEET TITLE

1 OF 33 GN00.0001 COVER SHEET 2 OF 33 GN01.0001 DRAWING INDEX, GENERAL NOTES, LOCATION MAP 3 OF 33 GN02.0001 WORK PLAN PARAMETERS

4 OF 33 ST00.0001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND LEGEND

5 OF 33 AR00.0002 LAYOUT PLANS 6 OF 33 AR02.0001 DEMO ROOF PLAN - BLDGS 1 + 2 7 OF 33 AR02.0002 DEMO ROOF PLAN - BLDGS 3 + 4 8 OF 33 AR03.0001 FIRST FLOOR PLAN - BUILDINGS 1 + 2 9 OF 33 AR03.0002 FIRST FLOOR PLAN - BUILDINGS 3 + 410 OF 33 AR03.0003 ROOF PLAN - BUILDING 111 OF 33 AR03.0004 ROOF PLAN - BUILDING 212 OF 33 AR03.0005 ROOF PLAN - BUILDING 313 OF 33 AR03.0006 ROOF PLAN - BUILDING 414 OF 33 AR06.0001 ENLARGED PLANS AND SECTIONS15 OF 33 AR06.0002 ELEVATIONS16 OF 33 AR08.0001 DETAILS

17 OF 33 EL00.0001 ELECTRICAL - SYMBOLS, NOTES, AND ABBREVIATIONS18 OF 33 EL01.0001 EXISTING ELECTRICAL FLOOR PLANS - BUILDINGS 1, 2, 3, & 419 OF 33 EL02.0001 DEMOLITION ROOF PLAN - BUILDING 120 OF 33 EL02.0002 DEMOLITION ROOF PLAN - BUILDING 221 OF 33 EL02.0003 DEMOLITION ROOF PLAN - BUILDING 322 OF 33 EL02.0004 DEMOLITION ROOF PLAN - BUILDING 423 OF 33 EL03.0001 REFLECTED LIGHTING PLAN - BUILDING 124 OF 33 EL03.0002 REFLECTED LIGHTING PLAN - BUILDING 225 OF 33 EL03.0003 REFLECTED LIGHTING PLAN - BUILDING 326 OF 33 EL03.0004 REFLECTED LIGHTING PLAN - BUILDING 427 OF 33 EL07.0001 SCHEDULES

ABV ABOVEAD AREA DRAINAFF ABOVE FINISHED FLOORALUM ALUMINUMANOD ANODIZEDAOA AIRPORT OPERATIONS AREAAPPROX APPROXIMATELYARCH ARCHITECTURALBM BEAMBLK'G BLOCKINGBLDG BUILDINGBO BOTTOM OFBOT BOTTOMBYND BEYONDCHAN/CHNL CHANNELCJ CONTROL JOINTCFMF COLD-FORMED METAL FRAMINGCLR CLEARCOL COLUMNCONC CONCRETECONT CONTINUOUSCOTR CONTRACTING OFFICER TECHNICAL REPRESENTATIVECU CONDENSING UNITDBL DOUBLEDIA DIAMETERDIM(S) DIMENSION(S)DN DOWNDR DOORDTL DETAILDWGS DRAWINGSEA EACHEL ELEVATIONELEC ELECTRICALEOS EDGE OF SLABEQUIP EQUIPMENTEXIST/EXIST'G EXISTINGEXP JT EXPANSION JOINTFND FOUNDATIONFIN FINISHFIXT FIXTUREFD FLOOR DRAINFLR FLOORFRMG FRAMINGFRT FIRE RETARDANT TREATEDGA GAUGEGALV GALVANIZEDHORIZ HORIZONTALHP HIGH POINTHR HOURHT HEIGHTINFO INFORMATIONINSUL INSULATION/ INSULATEDINT INTERIORLVR LOUVERMACH MACHINEMAT'L MATERIALMAX MAXIMUMMECH MECHANICALMEP MECHANICAL, ELECTRICAL, PLUMBINGMIN MINIMUMMIR MIRRORMO MASONRY OPENINGMTD MOUNTEDMTL METALN/A NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTEROD OVERFLOW DRAINOH OPPOSITE HANDOHD OVERHEAD DOORPLUMB. PLUMBINGPLWD, PLYWD PLYWOODPT PRESSURE TREATEDPTD PAINTEDRCP(S) REFLECTED CEILING PLAN(S)REQD REQUIREDRD ROOF DRAINRF ROOFRM ROOMRTU ROOF TOP UNITRWC RAINWATER CONDUCTORSIM SIMILARSOH SIMILAR OPPOSITE HANDSPEC SPECIFIEDSPK SPRINKLERSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSYS SYSTEMTHK THICKTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTYP TYPICALUNO UNLESS NOTED OTHERWISEUL UNDERWRITER LABORATORYVERT VERTICALVIF VERIFY IN FIELDVP VISION PANELW/ WITHWD WOODW/O WITHOUTWP WEATHERPROOFWPFG WATERPROOFING

ABBREVIATIONS SYMBOLS

DRAWING LIST GENERAL NOTES

ENVIRONMENTAL WORK NOTES:

1.1 THE CONTRACTOR SHALL REFERENCE THE PART B ENVIRONMENTALDOCUMENTS FOR THE REMOVAL AND DISPOSAL OF ASBESTOS-CONTAINING ROOFING MATERIAL.

1.2 ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN LEAD-BASEDPAINT. THE CONTRACTOR SHALL MAINTAIN THE NECESSARY HEALTH ANDSAFETY REQUIREMENTS FOR ALL PERSONNEL IN ACCORDANCE WITHOSHA REGULATIONS TO WORK IN THESE CONDITIONS. CONTRACTOR AIRMONITORING ACTIVITIES AND EMPLOYEE PROTECTION AND MONITORING ISPART OF THIS CONTRACT. NO ADDITIONAL PAYMENT WILL BE MADE FORDEMOLITION OR RENOVATION WORK THAT DISTURBS LEAD-BASED PAINTEDSURFACES. THE CONTRACTOR SHALL COMPLY WITH THE OSHA LEADCONSTRUCTION STANDARD 29 CFR 1926.62. THE CONTRACTOR SHALLREFERENCE THE PART B ENVIRONMENTAL DOCUMENTS FORADDITIONAL LEAD-BASED PAINT REQUIREMENTS.

1.3 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING, STORING,TRANSPORTING, AND RECYCLING ALL FLUORESCENT LIGHT TUBESENCOUNTERED DURING THIS PROJECT. THE BULBS SHALL BE REMOVEDAND STORED INTACT. CRUSHING OR BREAKING BULBS IS STRICTLYPROHIBITED. THE TRANSPORTER AND RECYCLING FACILITY SHALL BEAPPROVED BY THE COTR PRIOR TO THE START OF WORK.

1.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISUALLY INSPECTING ALLLIGHT BALLASTS FOR THE PRESENCE OF PCBs. THE BALLASTS AREASSUMED TO CONTAIN PCBs UNLESS THEY ARE LABELED "NO PCBs". ALLPCB-CONTAINING LIGHT BALLASTS SHALL BE STORED AND LABELED INACCORDANCE WITH 40 CFR 761. THE CONTRACTOR SHALL BERESPONSIBLE FOR REMOVING, STORING, AND RECYCLING THE PCB-CONTAINING LIGHT BALLASTS. THE TRANSPORTER AND RECYCLINGFACILITY SHALL BE APPROVED BY THE COTR PRIOR TO THE START OFWORK.

1.5 ALL SCRAP METAL/STEEL COATED WITH LEAD-BASED PAINT SHALL BERECYCLED AT A FACILITY CAPABLE OF ACCEPTING THIS MATERIAL. THECONTRACTOR SHALL OBTAIN APPROVAL FROM THE RECYCLING FACILITYPRIOR TO STARTING ANY DEMOLITION ACTIVITIES. THE PROPOSEDRECYCLING FACILITY AND APPROVAL LETTER SHALL BE SUBMITTED TO THECOTR FOR APPROVAL.

28 OF 33 PL00.0001 PLUMBING - SYMBOLS, NOTES AND ABBREVIATIONS29 OF 33 PL03.0001 FIRST FLOOR PLAN - BUILDING 130 OF 33 PL03.0002 FIRST FLOOR PLAN - BUILDING 231 OF 33 PL03.0003 FIRST FLOOR PLAN - BUILDING 332 OF 33 PL03.0004 FIRST FLOOR PLAN - BUILDING 433 OF 33 PL07.0001 STORM WATER RISER DIAGRAMS AND DETAILS

CONTRACTOR ACCESS, HAUL ROUTE AND STAGING NOTES:

4.1 THE CONTRACTOR STAGING AREA IS AVAILABLE AS SHOWNON THE DRAWING.

4.2 GATE 118 SHALL BE THE ACCESS POINT FOR ALL AOACONSTRUCTION TRAFFIC. ACCESS VIA OTHER AOA GATESIS PROHIBITED, UNLESS OTHERWISE APPROVED BY THECONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE.(COTR).

4.3 THE CONTRACTOR’S EMPLOYEES SHALL PARK IN THEDESIGNATED PARKING CONTRACTOR’S STAGING AREAS.PERSONAL VEHICLES ARE NOT PERMITTED IN THE AOA.

4.4 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDEEMPLOYEE TRANSPORTATION BETWEEN THE WORK SITEAND STAGING AREAS IF NECESSARY.

4.5 ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTESINDICATED ON THIS DRAWING OR AS APPROVED BY THEAIRPORT OPERATIONS.

4.6 AIRPORT EMERGENCY VEHICLES MUST HAVEUNRESTRICTED USE OF THE EXISTING ON-SITE HAULROUTES AT ALL TIMES; THE CONTRACTOR USE OF THEONSITE HAUL ROUTE SHALL BE SUCH THAT THE EMERGENCYRESPONSE VEHICLES CAN OPERATE ON THESE ROADSWITHOUT DELAYS TO THE EMERGENCY RESPONSE TIME.

4.7 THERE SHALL BE NO ACCESS TO ACTIVE AIRFIELDPAVEMENT. CONTRACTOR SHALL STAY WITHIN THECONSTRUCTION WORK AREAS.

4.8 UNLESS NOTED OTHERWISE, ALL CONTRACTOR EQUIPMENTMUST BE TAKEN BACK TO THE STAGING AREA UPON THECOMPLETION OF WORK EACH DAY.

4.9 CONTRACTORS ARE RESPONSIBLE FOR SECURING THEIREQUIPMENT, MATERIALS, AND VEHICLES.

SAFETY NOTES:

3.1 FOR PURPOSES OF THIS PROJECT, THE AIR OPERATIONS AREA (AOA) SHALL BEALL AIRPORT PROPERTY ACCESSED VIA GATES 118 AND INSIDE THE CARGOBUILDING LANDSIDE WALL.

3.2 EACH PERSON ENTERING THE AOA OF THE AIRPORT IS REQUIRED TO CARRY ANAIRPORT IDENTIFICATION BADGE ISSUED BY THE AUTHORITY AUTHORIZING ACCESSTO THE AOA, OR TO BE ESCORTED AT ALL TIMES BY A PERSON CARRYING ANAUTHORITY-ISSUED ESCORT BADGE.

3.3 VEHICLES AND PERSONS ENTERING THE AOA ARE SUBJECT TO SEARCH ANDINSPECTION PRIOR TO ENTERING. CONTRACTORS ARE EXPECTED TO FAMILIARIZETHEMSELVES WITH AND COMPLY WITH THESE PROCEDURES.

3.4 VEHICLES ENTERING THE SIDA MUST DISPLAY ALL NECESSARY IDENTIFICATIONMATERIALS OUTLINED IN THE AUTHORITY’S ORDERS AND INSTRUCTIONS. NO. 3- 2-2AAND AN AUTHORITY-ISSUED STICKER AUTHORIZING THE VEHICLE FOR USE WITHIN THESIDA. ONLY PERSONS HOLDING VALID SIDA DRIVER’S PERMITS MAY DRIVEUNESCORTED WITHIN THE SIDA. UNAUTHORIZED VEHICLES MAY ENTER ONLY UNDERESCORT FROM AUTHORIZED VEHICLES.

3.5 FAILURE TO COMPLY WITH THESE RULES IS GROUNDS FOR IMMEDIATE REMOVALFROM THE AIRPORT AND FURTHER DISCIPLINARY ACTION.

3.6 AIRPORT BULLETIN IAD 4/8.1 REQUIRES ALL VEHICLE DELIVERIES TO BECOORDINATED IN ADVANCE WITH THE COTR, SO THAT THE GATE GUARDS MAY BENOTIFIED. VEHICLE OPERATORS MUST HAVE IN THEIR POSSESSION A COMMERCIALMANIFEST IDENTIFYING THE CONTENTS OF THE VEHICLE AND/OR TRAILER WHENARRIVING AT THE AOA GATE.

3.7 REQUESTS FOR EXCEPTIONS TO THE POLICIES AND PROCEDURES OF THISDOCUMENT SHALL BE COORDINATED IN ADVANCE THROUGH THE COTR.

3.8 SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

GENERAL CONSTRUCTION NOTES:

2.1 THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.THE PROJECT IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE METROPOLITANWASHINGTON AIRPORTS AUTHORITY (THE AUTHORITY) REPRESENTATIVES OF THE VIRGINIADEPARTMENT OF ENVIRONMENTAL QUALITY, AND THE VIRGINIA DEPARTMENT ON CONSERVATIONAND RECREATION. THE CONTRACTOR SHALL PROVIDE UNRESTRICTED ACCESS TO THE SITE FORINSPECTION PURPOSES DURING THE ENTIRE CONSTRUCTION PERIOD.

2.2 CONTRACTOR ACCESS TO THE WORK SITE SHALL BE AS SHOWN ON SHEET GN01.0001 UNLESSOTHERWISE APPROVED BY THE COTR. THE CONTRACTOR SHALL AT ALL TIMES ENSURE AGAINSTUNAUTHORIZED ENTRY OR ACCESS TO THE SECURE AREAS OF THE AIRFIELD

2.3 ALL CONTRACTOR SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND OTHER MATERIALSSHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AND WITHIN THE SITE ACCESS AND HAULROUTES DESIGNATED ON THE PLANS.

2.4 ALL MATERIAL AND EQUIPMENT, WHEN NOT IN USE, SHALL BE RESTORED OR PARKED IN THECONTRACTOR STAGING AREAS, AND SHALL NOT INTERFERE WITH AIRPORTS OPERATIONS. STAGINGAREA LOCATION IS SHOWN ON SHEET GN02.0001.

2.5 IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE OFFAIRPORT HAUL ROUTESWITH THE APPROPRIATE AUTHORITIES. ON-AIRPORT HAULING SHALL NOT INTERFERE WITH AIRPORTOPERATIONS.

2.6 CONTRACTOR TO VERIFY LOCATION OF THE EXISTING UTILITIES PRIOR TO COMMENCEMENT OFWORK. IF ANY OF THE EXISTING UTILITIES CONFLICT WITH THE PROPOSED WORK SHOWN ON THEDRAWINGS, THE CONTRACTOR SHALL NOTIFY THE COTR IMMEDIATELY TO EXPEDITE RESOLUTION.

2.7 THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING THE PROJECT TO ORIGINALCONDITION. THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, THE STAGING AREA, WORK AREAS,AND ANY ACCESS ROADS.

2.8 ALL WORK, MOVEMENT, AND PARKING OF EQUIPMENT SHALL, IN ADDITION TO THE REQUIREMENTSOF THESE SPECIFICATIONS AND ORDERS OF THE CONTRACTING OFFICER, BE IN ACCORDANCE WITHTHE REQUIREMENTS OF THE METROPOLITAN WASHINGTON AIRPORTS AUTHORITY CONSTRUCTIONSAFETYMANUAL.

2.9 PROJECT LIMITS ARE LOCATED PARTIALLY WITHIN THE AIR OPERATION AREA (AOA). POSSESSIONAND DISPLAY OF PROPER AND CURRENT AIRPORT IDENTIFICATION BADGE IS REQUIRED FOR ALLCONTRACTOR PERSONAL ENTERING THE AOA OR ON THE LANDSIDE CANOPY. REFER TO SECTION007300 FOR ADDITIONAL REQUIREMENTS.

2.10 GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A SINGLE PERMIT THROUGH THE COTR

2

CJR

- 2009 UNIFORM STATEWIDE BUILDING CODE (USBC) VIGINIA- 2009 INTERNATIONAL BUILDING CODE (IBC)- 2009 INTERNATIONAL PLUMBING CODE- 2009 INTERNATIONAL MECHANICAL CODE- 2009 NFPA 70; NATIONAL ELECTRIC CODE (NEC)- 2009 INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE- 2009 CABO A117.1, ACCESSIBLE AND USABLE BUILDING AND FACILITIES- ALSO SEE SPECS FOR ADDITIONAL CONSTRUCTION REFERENCES

APPLICABLE DESIGN CODES AND STANDARDS

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713

DAVID NELSON SCHEUERMANN

2.11 ALL REFERENCES TO 'ADD ALTERNATE' SIGNIFIES 'OPTION'

1.1 1.5 1.9 1.13

A

D

1.17 2.3 2.7 2.11 2.15 2.19 3.1

BUILDING 1 BUILDING 2AIRSIDE

LANDSIDE

AIRSIDE

LANDSIDE

BE

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AT

LA

NT

IC

VACANT DULLES DUTYFREE

AIRSERV GSI USPS SPECIAL OPS UNIT- VIRGINIA STATE

POLICE

TUG TECH/ SOUTH-

WEST GSEMAINT.

JET BLUE AMERICANAIRLINES

JET BLUE UPS JOHN S. CONNOR

SW

ISS

PO

RT

FU

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UPS SUPPLYCHAIN

AIR WISCONSIN DELTAGLOBAL

SERVICES

RE

ST

RO

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BAY42

BAY41

BAY46

BAY44

BAY43

BAY45

BAY50

BAY48

BAY47

BAY49

BAY54

BAY52

BAY51

BAY53

BAY57

BAY55B

BAY56

BAY62

BAY60

BAY59

BAY61

BAY66

BAY64

BAY63

BAY65

BAY68

BAY67

BAY69

BAY58

BAY70

BAY71

BAY36

BAY37

BAY38

BAY40

BAY39

BAY1

BAY2

BAY3

BAY4

BAY5

BAY6

BAY7

BAY8

BAY9

BAY10

BAY11

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BAY13

BAY14

BAY15

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BAY17

BAY18

BAY19

BAY20

BAY21

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BAY23

BAY24

BAY25

BAY26

BAY27

BAY28

BAY29

BAY30

BAY31

BAY32

BAY33

BAY34

BAY35

BAY55A

BUILDING3

AT WORK AREA: DO NOTBLOCK ACTIVE TENANTDOORS DURING INDIVIDUALTENANTS' BUSINESS HOURS

TEMPORARYBARRICADES AT ACTIVEWORK AREA ONLY,COORD WITH COTR

AOA BOUNDARY(EXISTING FENCE)

BASE BID: LANDSIDE CANOPY ROOF

ADD ALTERNATE NO. 1: AIRSIDE CANOPY ROOF

AOA BOUNDARY

EE

E EE

E E

RWCRWC

RWC

RWC

RWC

RWC

RWC RWC

RWC RWC

RWC

RWC

RWC

AOA BOUNDARY

VA

CA

NT

EDGE OF CANOPY

EDGE OF CANOPY

LANDSIDE

A

D

2.193.1 3.5 3.9 3.13 3.17 3.21 4.3 4.7 4.11 4.15 4.19


LANDSIDE

AIRSIDE

LANDSIDE

DELTAAIRLINES

WORLDWIDEFLIGHT

SERVICES

SW

ISS

PO

RT

FU

EL

ING VISION

AIRLINES EXPRESS JET VACANT MWAAPIPEFITTERS

CAS AIRSCHOTT MWAAWAREHOUSE

STORAGE

VACANT SWISSPORTUSA

VACANT

BAY111

BAY113

BAY112

BAY115

BAY114

BAY117

BAY116

BAY119

BAY118

BAY121

BAY120

BAY123

BAY122

BAY125

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BAY127

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BAY98

BAY101

BAY100

BAY103

BAY102

BAY105

BAY104

BAY107

BAY106

BAY109

BAY108

BAY110

BUILDING 2

TEMPORARY BARRICADES ATADJACENT/CONCURRENTSTAGING AREA, COORD WORKIN THIS AREA WITH COTR

AOA BOUNDARY(EXISTING FENCE)


BASE BID: LANDSIDE CANOPY ROOFAOA BOUNDARY

E E

RWC

RWC

RWC

RWC

RWC

RWC

RWC

RWC RWC

RWC

E

RWC

RWC RWC

RWC

E

RWC

RWC

E

CONTRACTOR INTERIOROFFICE/STORAGE AREALOCATION SUBJECT TOCHANGE DURING THECOURSE OF THE PROJECT

90

' - 0

"

12 CONTRACTOR PARKING SPACES

CONTRACTORSTAGING AREA

10' - 0"

EDGE OF CANOPY

EDGE OF CANOPY

CONTRACTOR MATERIALSMUST BE KEPT 10 FEETFROM AOA SECURITYFENCE

COORD. FINALLOCATION WITHCOTR

AIRSIDE

AT WORK AREAS: DO NOTBLOCK ACTIVE TENANTDOORS DURING INDIVIDUALTENANTS' BUSINESS HOURS

TEMPORARY BARRICADESAT CURRENT WORK AREASONLY, COORD WITHTENANTS/COTR

0 5

101

20

40

0 5

101

20

40

BLOCKED/INOPERABLE

CONTINUOUSLY ACTIVE

TENANT-PROPOSEDACTIVE ALTERNATE

OVERHEADDOORLEGEND

SYMBOLSLEGEND

EXISTING RAINWATERCONDUCTOR

EXISTING ELEC PANEL

RWC

E

VDOT APPROVEDORANGE CONE ANDFLASHERS TYPE 3


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

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1 P

M

1/32" = 1'-0"

WORK PLAN PARAMETERS

GN02.0001

RDHRCY

1/32" = 1'-0"AR06.0001 GN02.0001

1 PHASING PLANS - BUILDINGS 1 + 2

1/32" = 1'-0"AR06.0001 GN02.0001

2 PHASING PLANS - BUILDINGS 3 + 4

WORK AREA NOTES:

1. FINAL WORK PLAN SUBJECT TOREVIEW BY COTR

2. OVERHEAD DOOR INFORMATION ISFOR REFERENCE ONLY AND SHOULDBE RECONFIRMED IN FIELD

3. CONTRACTOR MUST COORDINATEWITH EACH TENANT AND THROUGHCOTR TO DEVELOP A WORK PLANTHAT DOES NOT IMPEDE TENANTACTIVITY

4. COORDINATE WORK AREA SO THATLANDSIDE AND AIRSIDE WORK DOESNOT OCCUR SIMULTANEOUSLY FOR AGIVEN TENANT

5. WORKERS ON LANDSIDE CANOPYROOF MUST BE BADGED.

6. ACCESS TO HIGH ROOF IS PROHIBITED

CONSTRUCTION WORK PLAN NOTES:

3.1 WORK SHALL COMMENCE AT LANDSIDE CANOPY ON CARGO BUILDING NO. 4. WORK ON LANDSIDEBUILDING NO. 4 NEW ROOF MUST BE WATERTIGHT PRIOR TO ROOFING AT LANDSIDE BUILDING NO. 1 AND 2.

3.2 CONFIRM EXISTING ELECTRICAL PANEL CIRCUITING, PLUMBING LOCATIONS AND DETAILS. TESTWIRING AS OUTLINED BY DOCUMENTS.

3.3 COORDINATE DETAIL WORK PLAN FOR GENERAL WORK AREAS, INCLUDING SAFETY MEASURES.

3.4 INSTALL TEMPORARY PROTECTION MEASURES APPROPRIATE FOR TYPE OF WORK BEINGPERFORMED.

3.5 PROVIDE TEMPORARY SIGNAGE, CAUTION TAPE, CONE, ETC. TO ALERT AND SAFEGUARD DRIVERS,BUILDING USERS AND THE PUBLIC AT ACTIVE WORK AREAS.

3.6 PERFORM DEMOLITION WORK AT ACTIVE DOORWAYS ONLY ONCE TEMPORARY PROTECTIONMEASURES ARE IN PLACE.

3.7 OFF-HOURS (10PM - 4:30AM) WORK SHALL BE ANTICIPATED FOR CONSTRUCTION WORK WHENPROPER PROTECTION OF OCCUPANTS, WORKERS, VEHICLES, OR DELIVERIES ARE PRACTICALLYINFEASIBLE. COORDINATE WITH TENANTS THROUGH COTR AT LEAST TWO WEEKS PRIOR TO THE START OFWORK.

3.8 CONTRACTOR IS RESPONSIBLE TO COORDINATE “PART B WORK” AS OUTLINED IN SPECIFICATIONS.

3.9 ACCESS FOR FIREFIGHTING MUST BE PROVIDED AT ALL TIMES.

3.10 AT LEAST ONE MAN DOOR SHALL BE MAINTAINED FOR ACCESS/EGRESS WHEN THE RELATEDSPACE IS OCCUPIED.

3.11 PROVIDE WEATHER PROTECTION OF EXISTING WORK TO REMAIN IMMEDIATELY UPON REMOVAL OFROOFING.

3.12 CONTRACTOR SHALL INSTALL VDOT APPROVED CONCRETE BARRIERS, VDOT APPROVED ORANGECHANNELIZER DRUMS, AND SIGNAGE AROUND THE LIMITS OF THE ACTIVE WORK AREA PRIOR TOCONSTRUCTION. TEMPORARY BARRICADES SHALL INCLUDE TYPE II BARRICADES AND ORANGE CONES.

3.13 CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT PARKING LOT AT ALL TIMES.

3.14 SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

3.15 CONTRACTOR TO PROVIDE 2 WEEKS NOTICE TO COORDINATE WITH TENANTS THROUGH COTRTHROUGHOUT THE PROJECT

3.16 COORDINATE TEMPORARY DUMPSTER LOCATIONS WITH COTR

TENANT BAYS WORK DAYS TENANT WORK HOURS TENANT REQUESTED WORK RESTRICTIONS

BUILDINGS 1 + 2

BELL ATLANTIC 1 * * *VACANT 2-6 - - -DULLES DUTY FREE 7-13 MON-SAT 0600-1330 NO WORK 0430-2200AIRSERV 14-16 - 0900-1900 -GSI 17-20 - 0900-2300 -RESTROOMS 21 - - -USPS 22-25 ALL 0430-1800 NO WORK 0600-0900SPECIAL OPS UNIT VA STATE POLICE 26-30 * * *TUG TECHNOLOGIES 31-33 MON-FRI/SAT-SUN OPEN 24 HRS -JET BLUE 34-36 * * *AMERICAN AIRLINES 37-40 ALL 0430-1330 -JET BLUE 41-44 * * *UPS 45-50 MON-FRI/SAT-SUN 0400-2300/0500-1400 NO WORK 0430-0900 AND 1700-2300/0530-0930JOHN S. CONNOR 51-54 * * *SWISSPORT FUELING 55A-55B * * *UPS SUPPLY CHAIN 56-59 MON-FRI 0700-1800 NO WORK 0900-1400AIR WISCONSIN 60-67 * * *VACANT 68 - - -DELTA GLOBAL SERVICES 69-70 - 0430-2200 NO WORK 0430-2200

BUILDINGS 3 + 4

DELTA AIRLINES 72-74 * * *WORLDWIDE FLIGHT SERVICES 75-79 * * *SWISSPORT FUELING 80-81 * * *VISION AIRLINES 82-85 * * *EXPRESS JET 86-89 ALL 0630-0000 -VACANT 90-93 - - -MWAA PIPEFITTERS 94-97 * * *CAS 98-115 ALL 0700-2300 NO WORK PREFERRED 0700-2300 (MUST NOT FROM 1400-2000)AIRSCHOTT 116-119 MON-FRI 0800-1700 -MWAA WAREHOUSE STORAGE 120-131 - - -VACANT 132-141 - - -SWISSPORT USA 142-145 - 0230-2230 NO WORK 0230-2230VACANT 146-151 - -

3

CJR

* NO RESPONSEALL RESPONSES SUBJECT TO CHANGEALL TENANTS AND TENANT LOCATIONS ARE SUBJECT TO CHANGE

TENANT SURVEY CHART

AI

NIG

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FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


1.1 1.5 1.9 1.13

A

D

1.17 2.3 2.7 2.11 2.15 2.19 3.1

9 17 25 33 41 49 56 64 71BAY72

BAY1

AR03.0003

1

AR03.00032

AR03.0004

1

AR03.0004

2

BUILDING 1 BUILDING 2

+/-

7'

+/-

61

'+

/- 7

'

AIRSIDE

LANDSIDE

50' - 0"

EDGE OFBUILDING 3



A

D

2.193.1 3.5 3.9 3.13 3.17 3.21 4.3 4.7 4.11 4.15 4.19

71BAY72 80 88 96 104 112 122 130 138 146 151

AR03.0005

1AR03.0005

2

AR03.0006

1

AR03.00032

BUILDING 3 BUILDING 4

AIRSIDE

LANDSIDE

50' - 0"

EDGE OFBUILDING 2



0 5

101

20

40

0 5

101

20

40


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:3

9 P

M

1/32" = 1'-0"

LAYOUT PLANS

AR00.0002

RDHRCY

1/32" = 1'-0"AR06.0001 AR00.0002

1 LAYOUT ROOF PLANS - BUILDINGS 1 + 2

1/32" = 1'-0"AR06.0001 AR00.0002

2 LAYOUT ROOF PLANS - BUILDINGS 3 + 4

5

CJR

NO ROOFING WORK IS ANTICIPATED ATHIGH/MAIN ROOF EXCEPT FOR DRAININSPECTIONS

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15

A

B

C

D

1.16 1.17 1.18 1.19 2.2 2.3

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

25' - 0" TYP

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

REMOVE EXISTING ROOFING, FLASHING,LIGHTING, AND SIGNAGE. COORDINATEINSPECTION OF EXISTING ROOF DECK, SOFFIT,AND CANOPY STEEL FRAMING WITH COTR.REMOVE DECK AND SOFFIT AS DETERMINEDWITH COTR AND REPLACE

BAY1

BAY2

BAY3

BAY4

BAY5

BAY6

BAY7

BAY8

BAY9

BAY10

BAY11

BAY12

BAY13

BAY14

BAY15

BAY16

BAY17

BAY18

BAY19

BAY20

BAY21

BAY22

BAY23

BAY24

BAY25

BAY26

BAY27

BAY28

BAY29

BAY30

BAY31

BAY32

BAY33

BAY34

BAY35

BAY36

BAY37

BAY38

BAY40

BAY39

3

AR02.0001

Sim

3

AR02.0001

Sim

CARGO BUILDING 1 AIRSIDEREPLACE 25% OF STEEL DECKINGREPLACE 25% OF SOFFIT

CARGO BUILDING 1 LANDSIDEREPLACE 25% OF STEEL DECKINGREPLACE 25% OF SOFFIT

TEMPORARILY REMOVE AND STOREEXISTING RTU OR ROOF MOUNTEDEQUIPMENT DURING CONSTRUCTION.REINSTALL WITH CURB DETAILS PERNRCA AS SOON AS ROOF WORK IN THEAREA IS COMPLETE (TYPICAL ALLRTU/EQUIPMENT WITHIN THE ENTIREPROJECT SCOPE/ON THE CANOPY ROOF)

TEMPORARILY REMOVE AND STORE EXISTINGRTU OR ROOF MOUNTED EQUIPMENT DURINGCONSTRUCTION. REINSTALL WITH CURBDETAILS PER NRCA AS SOON AS ROOF WORKIN THE AREA IS COMPLETE (TYPICAL ALLRTU/EQUIPMENT WITHIN THE ENTIRE PROJECTSCOPE/ON THE CANOPY ROOF)

TEMPORARILY REMOVE AND STORE EXISTINGRTU OR ROOF MOUNTED EQUIPMENT DURINGCONSTRUCTION. REINSTALL WITH CURBDETAILS PER NRCA AS SOON AS ROOF WORKIN THE AREA IS COMPLETE (TYPICAL ALLRTU/EQUIPMENT WITHIN THE ENTIRE PROJECTSCOPE/ON THE CANOPY ROOF)

AOA FENCE

PROVIDE PORTABLE ACUNIT TO MAINTAIN 78DEGREES IN COMM RM

A

B

C

D

2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

25' - 0" TYP

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

REMOVE EXISTING ROOFING, FLASHING, LIGHTING, ANDSIGNAGE. COORDINATE INSPECTION OF EXISTING ROOFDECK, SOFFIT, AND CANOPY STEEL FRAMING WITH COTR.REMOVE DECK AND SOFFIT AS DETERMINED WITH COTRAND REPLACE

BAY42

BAY41

BAY46

BAY44

BAY43

BAY45

BAY50

BAY48

BAY47

BAY49

BAY54

BAY52

BAY51

BAY53

BAY57

BAY55B

BAY56

BAY62

BAY60

BAY59

BAY61

BAY66

BAY64

BAY63

BAY65

BAY68

BAY67

BAY69

BAY58

BAY70

BAY71

3

AR02.0001

Sim

3

AR02.0001

Sim



TEMPORARILY REMOVE AND STOREEXISTING RTU OR ROOF MOUNTEDEQUIPMENT DURING CONSTRUCTION.REINSTALL WITH CURB DETAILS PER NRCAAS SOON AS ROOF WORK IN THE AREA ISCOMPLETE (TYPICAL ALL RTU/EQUIPMENTWITHIN THE ENTIRE PROJECT SCOPE/ONTHE CANOPY ROOF)

TEMPORARILY REMOVE AND STORE EXISTINGRTU OR ROOF MOUNTED EQUIPMENT DURINGCONSTRUCTION. REINSTALL WITH CURBDETAILS PER NRCA AS SOON AS ROOF WORKIN THE AREA IS COMPLETE (TYPICAL ALLRTU/EQUIPMENT WITHIN THE ENTIREPROJECT SCOPE/ON THE CANOPY ROOF)

AOA FENCE

AOA FENCE

N

NO. 1 NO. 2 NO. 3 NO. 4

CARGO BUILDINGS KEY PLANLANDSIDE

AIRSIDE

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

D

TO Steel Canopy298' - 10"

REMOVE EXISTINGROOFING, FLASHING,ROOF EDGE, AND ROOFDRAINS

INSPECT AND REMOVEEXISTING METAL DECK (SEEPLANS FOR % OF REMOVAL)

EXISTING INSULATEDMETAL WALL PANEL

REMOVE FLASHINGAT INSULATEDMETAL PANEL

REMOVE EXISTINGLIGHTING FIXTURES

INSPECT AND REMOVE EXISTINGMETAL SOFFIT PANELS (SEE PLANSFOR % OF REMOVAL)

REMOVE EXISTINGLIGHTING AND SIGNAGE

COORDINATE INSPECTION OF EXISTING STEELCANOPY FRAMING WITH COTR.EXISTING TO REMAIN UNLESS COTR DETERMINESSTEEL IS FAILING

0 5 101 20 40

0 2'1'6"

0 5 101 20 40


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:4

2 P

M

As indicated

DEMO ROOF PLAN - BLDGS 1 + 2

AR02.0001

RDHRCY

1/16" = 1'-0"AR06.0001 AR02.0001

1 ROOF DEMO PLAN - BUILDING 1

1/16" = 1'-0"AR06.0001 AR02.0001


1 1/2" = 1'-0"AR02.0001 AR02.0001

3 DEMOLITION CANOPY ROOF DETAIL

NOTES:

THE CONTRACTOR SHALL REFERENCE THE PART B ENVIRONMENTALSPECIFICATIONS AND PLANS FOR THE REMOVAL AND DISPOSAL OFASBESTOS-CONTAINING ROOFING MATERIAL, LEAD-BASED PAINT, LIGHTTUBES, AND LIGHT BALLAST REQUIREMENTS. ALL SCRAP STEEL/METAL SHALLBE RECYCLED AT A FACILITY PREAPPROVED BY THE COTR.

6

CJR

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCRA

No. 012713


A

B

C

D

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

25' - 0" TYP 25' - 0" TYP

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

REMOVE EXISTING ROOFING, FLASHING,LIGHTING, AND SIGNAGE. COORDINATEINSPECTION OF EXISTING ROOF DECK,SOFFIT, AND CANOPY STEEL FRAMING WITHCOTR. REMOVE DECK AND SOFFIT ASDETERMINED WITH COTR AND REPLACE

BAY73

BAY72

BAY75

BAY74

BAY77

BAY76

BAY79

BAY78

BAY81

BAY80

BAY83

BAY82

BAY85

BAY84

BAY87

BAY86

BAY89

BAY88

BAY91

BAY90

BAY93

BAY92

BAY95

BAY94

BAY97

BAY96

BAY99

BAY98

BAY101

BAY100

BAY103

BAY102

BAY105

BAY104

BAY107

BAY106

BAY109

BAY108

BAY111

BAY110

3

AR02.0001

Sim

3

AR02.0001

Sim



TEMPORARILY REMOVE AND STORE EXISTING RTUOR ROOF MOUNTED EQUIPMENT DURINGCONSTRUCTION. REINSTALL WITH CURB DETAILSPER NRCA AS SOON AS ROOF WORK IN THE AREAIS COMPLETE (TYPICAL ALL RTU/EQUIPMENTWITHIN THE ENTIRE PROJECT SCOPE/ON THECANOPY ROOF)

TEMPORARILY REMOVE AND STORE EXISTING RTUOR ROOF MOUNTED EQUIPMENT DURINGCONSTRUCTION. REINSTALL WITH CURB DETAILSPER NRCA AS SOON AS ROOF WORK IN THE AREAIS COMPLETE (TYPICAL ALL RTU/EQUIPMENTWITHIN THE ENTIRE PROJECT SCOPE/ON THECANOPY ROOF)

8' -

0"

AOA FENCE

A

B

C

D

3.21 3.22 3.23 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"8

' - 0

"

25' - 0" TYP

REMOVE EXISTING ROOFING, FLASHING,LIGHTING, AND SIGNAGE. COORDINATEINSPECTION OF EXISTING ROOF DECK,SOFFIT, AND CANOPY STEEL FRAMING WITHCOTR. REMOVE DECK AND SOFFIT ASDETERMINED WITH COTR AND REPLACE

BAY113

BAY112

BAY115

BAY114

BAY117

BAY116

BAY119

BAY118

BAY121

BAY120

BAY123

BAY122

BAY125

BAY124

BAY127

BAY126

BAY129

BAY128

BAY131

BAY130

BAY133

BAY132

BAY135

BAY134

BAY137

BAY136

BAY139

BAY138

BAY141

BAY140

BAY143

BAY142

BAY145

BAY144

BAY147

BAY146

BAY149

BAY148

BAY151

BAY150

3

AR02.0001

Sim

3

AR02.0001

Sim






AOA FENCE

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 5 101 20 40

0 5 101 20 40


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:4

4 P

M

As indicated

DEMO ROOF PLAN - BLDGS 3 + 4

AR02.0002

RDHRCY

1/16" = 1'-0"AR06.0001 AR02.0002


1/16" = 1'-0"AR06.0001 AR02.0002


7

CJR

NOTES:

THE CONTRACTOR SHALL REFERENCE THE PART B ENVIRONMENTALSPECIFICATIONS AND PLANS FOR THE REMOVAL AND DISPOSAL OFASBESTOS-CONTAINING ROOFING MATERIAL, LEAD-BASED PAINT, LIGHTTUBES, AND LIGHT BALLAST REQUIREMENTS. ALL SCRAP STEEL/METAL SHALLBE RECYCLED AT A FACILITY PREAPPROVED BY THE COTR.

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCRA

No. 012713


UP

UP

UP

UP

UP

UP

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15

A

B

C

D

1.16 1.17 1.18 1.19

ATLANTIC

BELL VACANT DULLES DUTY FREE AIRSERVE GSI RESTROOM USPS SPECIAL OPS UNIT - VIRGINIA STATE POLICE

(SW GSE MAINT.)

TUG TECH JET BLUE

MA

TC

HLIN

E

MWAATELECOMROOM

SP

RIN

KL

ER

RM

FORMERELEC ROOM#2A

JAN

MENS

WOMENS

SWITCHGEAR/UTILITYROOM

SPRINKLERROOM

BAY36

BAY37

BAY1

BAY2

BAY3

BAY4

BAY5

BAY6

BAY7

BAY8

BAY9

BAY10

BAY11

BAY12

BAY13

BAY14

BAY15

BAY16

BAY17

BAY18

BAY19

BAY20

BAY21

BAY22

BAY23

BAY24

BAY25

BAY26

BAY27

BAY28

BAY29

BAY30

BAY31

BAY32

BAY33

BAY34

BAY35

1

1-A

1-B

1-C2 3

4 5

4-A 5-A

4-B 5-B

5-C

5-D

4-C

4-D

6 7 8 9 10 11

12

12-A

12-B

12-C

13 14 15 16 17 18

19

19-A

19-B

19-C

20-A

20-B

21

21-A

21-B

21-C

22-C

22

22-A

22-B

22-C23 24

25

25-A

26

26-A

26-B 26-C

26-D

26-E

27

27-A

28

28-A

29

29-A

30

30-A

30-B

31

31-A

31-B

32 33 34 35 36

37

37-A

37-B

38

38-A

38-B

38-C

A

B

C

D

1.19 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19

AMERICAN AIRLINES JET BLUE UPS JOHN S. CONNOR SWISSPORT FUELING UPS SUPPLY CHAIN AIR WISCONSIN DELTA GLOBAL SERVICES

MA

TC

HLIN

E

ELECTRICROOM

BAY42

BAY41

BAY46

BAY44

BAY43

BAY45

BAY50

BAY48

BAY47

BAY49

BAY54

BAY52

BAY51

BAY53

BAY57

BAY55B

BAY56

BAY62

BAY60

BAY59

BAY61

BAY66

BAY64

BAY63

BAY65

BAY68

BAY67

BAY69

BAY58

BAY70

BAY71

BAY36

BAY37

BAY38

BAY40

BAY39

BAY35

AR06.00013

35 36

37

37-A

37-B

38

38-A

38-B

38-C

39 40 41 42 43

44

44-A

44-B

45

45-A

45-B

45-C

45-D

46 47

46-A

46-B

46-C

48 49 50

51

51-A

51-B

53

54

53-A

55

55-A

55-B

55-C

55B

55B-A

55B-C

7170696867666564

63

63-A

63-B

62

6160

60-A5958

57

56

56-A

56-B

56-C57-A

56-D

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 5 101 20 40

0 5 101 20 40


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:4

7 P

M

As indicated

FIRST FLOOR PLAN - BUILDINGS1 + 2

AR03.0001

RDHRCY

1/16" = 1'-0"AR06.0001 AR03.0001

1 BUILDING 1 FIRST FLOOR LAYOUT PLAN

1/16" = 1'-0"AR06.0001 AR03.0001


8

CJR

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCRA

No. 012713


UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

A

B

C

D

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21 3.22 3.23

DELTA AIRLINES WORLDWIDE FLIGHT SERVICE SWISSPORT FUELING VISION AIRLINES EXPRESS JET ATLANTIC SOUTHEAST VACANT MWAA PIPEFITTERS MWAA PIPEFITTERS CAS

TELE

ELECROOM

MWAASPRINKLERROOM

BAY111

BAY113

BAY112

BAY115

BAY114

BAY117

BAY116

BAY73

BAY72

BAY75

BAY74

BAY77

BAY76

BAY79

BAY78

BAY81

BAY80

BAY83

BAY82

BAY85

BAY84

BAY87

BAY86

BAY89

BAY88

BAY91

BAY90

BAY93

BAY92

BAY95

BAY94

BAY97

BAY96

BAY99

BAY98

BAY101

BAY100

BAY103

BAY102

BAY105

BAY104

BAY107

BAY106

BAY109

BAY108

BAY110

72

72-A

72-B 73 74

75

75-A

75-B

75-C

75-D

76

76-A

77 78 79 80 81

81-A

82

82-A

82-B

82-C

83 84 85

86

86-A

86-B

87

87-A

88 89 90 91

92

92-A 93 94 95

96

97

97-A

96-A

96-B

97-B

98 99 100 101 102 103 104 105 106 107 108 109

109-A

110 111 112 113

114

114-A

115

115-A

115-B

115-C

116 117

A

B

C

D

3.23 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19

AIRSCHOTT MWAA WAREHOUSE STORAGE VACANT SWISSPORT USA VACANT

UTILITYROOM

UTILITYROOM

BAY115

BAY117

BAY116

BAY119

BAY118

BAY121

BAY120

BAY123

BAY122

BAY125

BAY124

BAY127

BAY126

BAY129

BAY128

BAY131

BAY130

BAY133

BAY132

BAY135

BAY134

BAY137

BAY136

BAY139

BAY138

BAY141

BAY140

BAY143

BAY142

BAY145

BAY144

BAY147

BAY146

BAY149

BAY148

BAY151

BAY150

114 115

115-A

115-B

115-C

116 117 118

119

119-A

119-B

119-C

119-D

118-A

118-B

120 121 122 123 124 125 126 127 128 129 130

131

131-A

132

132-A 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

N

NO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 5 101 20 40

0 5 101 20 40


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:5

0 P

M

As indicated

FIRST FLOOR PLAN - BUILDINGS3 + 4

AR03.0002

RDHRCY

1/16" = 1'-0"AR06.0001 AR03.0002


1/16" = 1'-0"AR06.0001 AR03.0002


9

CJRAI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11

A

B

C

D

20

' - 0

"2

0' -

0"

20

' - 0

"

25' - 0" TYP

RD1A

RD1L

HP

HP

NET CRICKETSLOPE 1/2"/FTMIN, TYP

CRICKET HIGH POINT CANOPY ROOF SLOPE:1/2 / FT MIN, TYP

HP

HP

EXISTING RD @HIGH ROOF, TYP.

BAY1

BAY2

BAY3

BAY4

BAY5

BAY6

BAY7

BAY8

BAY9

BAY10

BAY11

BAY12

BAY13

BAY14

BAY15

BAY16

BAY17

BAY18

BAY19

BAY20

VIF

8' -

0"

VIF

8' -

0"

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y












OD1A

OD1L

EXIST AOA FENCE

SIGN LIGHT FIXTURE

LIGHT FIXTURE

TY

P.

5'

1.11 1.12 1.13 1.14 1.15

A

B

C

D

1.16 1.17 1.18 1.19 2.2 2.3

20

' - 0

"2

0' -

0"

20

' - 0

"

25' - 0" TYP

RD3A

RD2A

RD3L

RD2L

HP

HP

SIM.AR06.0001

2

BAY21

BAY22

BAY23

BAY24

BAY25

BAY26

BAY27

BAY28

BAY29

BAY30

BAY31

BAY32

BAY33

BAY34

BAY35

BAY37

BAY38

BAY40

BAY39

BAY36

BAY41

VIF

8' -

0"

VIF

8' -

0"




EXISTING RD @HIGH ROOF, TYP. EXISTING RD @

HIGH ROOF, TYP.






OD2A

OD2L

OD3A

OD3LC

AN

OP

Y

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

SIGN LIGHT FIXTURE

LIGHT FIXTURE

5'

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 8 161 24

0 8 161 24


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:5

3 P

M

As indicated

ROOF PLAN - BUILDING 1

AR03.0003

RDHRCY

1/8" = 1'-0"AR00.0002 AR03.0003

1 ROOF PLAN A

1/8" = 1'-0"AR00.0002 AR03.0003

2 ROOF PLAN B

10

CJR

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


A

B

C

D

2.13 2.14 2.15 2.16 2.17 2.18 2.19

20' -

0"

20' -

0"

20' -

0"

25' - 0" TYP

RD5A

RD6A

RD5L

RD6L

HP HP

HP HP

TYP.

AR06.0001

2BAY62

BAY60

BAY59

BAY61

BAY66

BAY64

BAY63

BAY65

BAY68

BAY67

BAY69

BAY70

BAY71





OD5A

OD5L

OD6L

OD6A

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

VIF

8' -

0"

VIF

8' -

0"

LIGHT FIXTURE

LIGHT FIXTURE SIGN

5'

EXISTING AOA FENCE

A

B

C

D

2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13

VIF

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

VIF

8' -

0"

25' - 0" TYP

RD4A

RD4L

HPHP

HPHP

BAY42

BAY41

BAY46

BAY44

BAY43

BAY45

BAY50

BAY48

BAY47

BAY49

BAY54

BAY52

BAY51

BAY53

BAY57

BAY55B

BAY56

BAY60

BAY59

BAY58



OD4L

OD4A

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

VIF

8' -

0"

VIF

8' -

0"

LIGHT FIXTURE

SIGN LIGHT FIXTURE

TY

P.

5'

NNO. 1 NO. 2 NO. 3 NO. 4

CARGO BUILDINGS KEY PLAN LANDSIDE

AIRSIDE

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 8 161 24

0 8 161 24


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:5

5 P

M

As indicated


AR03.0004

RDHRCY

1/8" = 1'-0"AR00.0002 AR03.0004

2 ROOF PLAN D

1/8" = 1'-0"AR00.0002 AR03.0004

1 ROOF PLAN C

CJR

11

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


A

B

C

D

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11

VIF

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

VIF

8' -

0"

25' - 0" TYP

RD7A

RD8A

RD7L

RD8L

HP

HP

HP

HP HP

HP

BAY73

BAY72

BAY75

BAY74

BAY77

BAY76

BAY79

BAY78

BAY81

BAY80

BAY83

BAY82

BAY85

BAY84

BAY87

BAY86

BAY89

BAY88

BAY91

BAY90

BAY92

EXISTING RD @ HIGHROOF, TYP.


EXISTING RD @ HIGHROOF, TYP.


EXISTING VENT EXISTING VENT EXISTING VENT EXISTING VENT EXISTING VENT

OD7L

OD8L

OD7A

OD8A

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

LIGHT FIXTURE

LIGHT FIXTURE SIGN

TY

P.

5'

EXISTING AOA FENCE

A

B

C

D

3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21

VIF

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

VIF

8' -

0"

25' - 0" TYP

RD9A

RD10A

RD9L

RD10L

HP

HP

AR06.00012

HP

HP HP

HP

BAY91

BAY93

BAY92

BAY95

BAY94

BAY97

BAY96

BAY99

BAY98

BAY101

BAY100

BAY103

BAY102

BAY105

BAY104

BAY107

BAY106

BAY109

BAY108

BAY111

BAY110

BAY112

SIM.





EXISTING VENT EXISTING VENT EXISTING VENT EXISTING VENT EXISTING VENT

OD9L

OD9A

OD10A

OD10L

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

LIGHT FIXTURE

LIGHT FIXTURE SIGN

5'

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 8 161 24

0 8 161 24


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:40:5

8 P

M

As indicated


AR03.0005

RDHRCY

1/8" = 1'-0"AR00.0002 AR03.0005

1 ROOF PLAN E

1/8" = 1'-0"AR00.0002 AR03.0005

2 ROOF PLAN F

CJR

12

AI

NIG

RIV

FOHTLAEWN

OMMOC

TCETIHCRA

No. 012713


A

B

C

D

3.21 3.22 3.23 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9

VIF

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

VIF

8' -

0"

25' - 0" TYP

RD11A

RD11L

RD11A

RD11L

HP

HP

HP

HP

HP

HP

BAY112

BAY113

BAY115

BAY114

BAY117

BAY116

BAY119

BAY118

BAY121

BAY120

BAY123

BAY122

BAY125

BAY124

BAY127

BAY126

BAY129

BAY128

BAY131

BAY130

BAY132



OD11A

OD11A

OD11L OD

11L

CA

NO

PY

AC

CE

S R

ES

TR

ICT

ED

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

LIGHT FIXTURE

LIGHT FIXTURE SIGN

TY

P.

5'

A

B

C

D

4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19

VIF

8' -

0"

20

' - 0

"2

0' -

0"

20

' - 0

"

VIF

8' -

0"

25' - 0" TYP

RD12A

RD13A

RD12L

RD13L

HP

HP

SIM.

AR06.0001

2

HP

HP

HP

HP

BAY133

BAY132

BAY135

BAY134

BAY137

BAY136

BAY139

BAY138

BAY141

BAY140

BAY143

BAY142

BAY145

BAY144

BAY147

BAY146

BAY149

BAY148

BAY151

BAY150





OD12A

OD13A

OD12L

OD13L

CA

NO

PY

AC

CE

SS

RE

ST

RIC

TE

D

HIG

H R

OO

F N

OT

IN

CO

NT

RA

CT

, T

YP

.C

AN

OP

Y

EXIST AOA FENCE

LIGHT FIXTURE

SIGN LIGHT FIXTURE

5'

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

NNO. 1 NO. 2 NO. 3 NO. 4


AIRSIDE

0 8 161 24

0 8 161 24


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:41:0

0 P

M

As indicated


AR03.0006

RDHRCY

1/8" = 1'-0"AR00.0002 AR03.0006

1 ROOF PLAN G

1/8" = 1'-0"AR06.0001 AR03.0006

2 ROOF PLAN H

CJR

13

AINIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


First Floor286' - 0"

TO Steel Roof306' - 8"

ABCD


AR08.00011

AR08.0001

1Sim

OVERHEAD DOORTRACKS (TYP)

OVERHEAD DOORTRACKS (TYP)

AIRSIDE

LANDSIDE

OVERFLOW RWC TO BE PAINTED WITH AHIGH PERFORMANCE COATING SYSTEMOVERFLOW RWC TO BE PAINTED

WITH A HIGH PERFORMANCECOATING SYSTEM

A

2.18 2.19

NET SLOPE:1/2" PER FOOTTYP. AT CRICKETS

PRIMARY CANOPY ROOFSLOPE:1/2" PER FOOTTAPERED INSUL

CRICKET,TYP.

CRICKETVALLEY

OVERFLOWDRAIN AT ROOF

SIDEWALL SCUPPER ROOF DRAINSEE PLUMBING DWGS

CONTINUE WALL FLASHING & CANTINTO 2" RECESS AT COLUMN, TYP.

LIGHT FIXTURESIGN

1

AR08.0001

Sim

1

AR08.0001

SimSIMEDGE

A

2.2

OVERFLOW RWC BELOW SOFFIT,TERMINATE AT GRADE

RWC TO BE PAINTED WITH AHIGH PERFORMANCE COATINGSYSTEM

EXISTING STL COLUMN

EXISTING OVERHEAD DOOR

EXISTING MTLPANEL WALL

OVERFLOWDRAIN ATROOF LEVEL

EDGE OF EXISTINGLOADING DOCK

0 5 101 15

0 2 41


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:41:0

2 P

M

As indicated

ENLARGED PLANS ANDSECTIONS

AR06.0001

RDHRCY

1/4" = 1'-0"AR06.0002 AR06.0001

1 TRANSVERSE SECTION

1/2" = 1'-0"AR03.0003 AR06.0001

2 ENLARGED TYPICAL CANOPY ROOF PLAN

1/2" = 1'-0"AR03.0001 AR06.0001

3 TYP. PLAN OF OVERFLOW RWC

CJR

14

AINIG

RIV

FOHTLAEWN

OMMOC

TCETIHCRA

No. 012713




1.1 1.2 1.3 1.41

AR06.0001

Loading Dock Slab282' - 2"


OVERFLOW RWC ANDFASTENINGS TO BE PAINTEDWITH A HIGH PERFORMANCECOATING SYSTEM

LIGHTING FIXTURE SEEELECTRICALDRAWINGS, TYP

1

AR08.0001

Sim

PREFINISHED ALUM SIGN PLATE

EXISTING 'BAY' SIGNREMOVE, STORE AND REINSTALL ASNECESSARY

EXISTING RECESSEDMETAL PANEL ATCOLUMN, TYP.

PREFINISHED METALFLASHING AT WALL




4.164.174.184.19

OVERFLOW RWC ANDFASTENINGS TO BE PAINTEDWITH A HIGH PERFORMANCECOATING SYSTEM

LIGHTING FIXTURE SEEELECTRICAL DWGS, TYP

1

AR08.0001

Sim

EXISTING MAN DOORINSTALLED INOVERHEAD DOOR

EXISTINGRECESSEDMETAL PANELAT COLUMN,TYP.

EXISTING 'BAY' SIGNREMOVE, STORE ANDREINSTALL AS NECESSARY

REWORK SOFFITPANELS TO INSTALLOVERFLOW RWC

PREFINISHED METALFLASHING AT WALL

0 5 101 15


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH



5/3

1/2

012 4

:41:0

3 P

M

1/4" = 1'-0"

ELEVATIONS

AR06.0002

RDHRCY

1/4" = 1'-0"AR06.0002

1 PARTIAL EAST ELEVATION - TYPICAL

1/4" = 1'-0"AR06.0002

2 PARTIAL WEST ELEVATION - TYPICAL

CJR

15

AINIG

RIV

FOHTLAEWN

OMMOC

TCETIHCR

A

No. 012713


D


V.I.

F.10

"

PREFINISHED ALUM ROOFEDGE FLASHING W/CONCEALED SPLICE PLATES

ROOF EDGE FLASHING

WHITE KEE ROOF MEMBRANE,ADHERE TO RIGID INSULATION

TAPERED INSUL TO CREATESLOPE TO DRAIN, 1/2" PER FOOTMIN SLOPE1 1/2" MIN INSUL THICKNESS

EXISTING INSULATEDMETAL WALL PANEL

LEVEL TERM. BAR WITHSEALANT

MEMBRANE FLASHING,

PT WOOD BLOCKING AT SIDEWALLSCUPPER TYPE ROOF DRAINSEE PLUMBING DWGS

EXISTING RWC

CONNECT ROOF DRAIN TOEXISTING RWC,SEE PLUMBING DWGS. PRE-INSPECT AND COORDINATEWITH EXISTING OVERHEADSECTIONAL DOOR SPRINGS,TRACKS, ETC.

INSTALL LIGHT FIXTURE ATEXISTING LOCATIONSSEE ELECTRICAL DRAWINGS

EXISTING BEAM AND DOORHEAD

EXISTING OVERHEADSECTIONAL DOOR

PREFINISHED METALPANEL SOFFIT

1 1/2" METAL DECKCOORD. INSPECTION W/ COTR

PREFINISHED ALUM FASCIAWITH DRIP EDGEAND CONCEALED SPLICEPLATES

EXISTING STEEL FRAMINGCOORD. INSPECTION WITH COTR,

V.I.F.2' - 10"

8" M

IN.

1 1/

2"

COORD. CONDUITLOCATIONSEE ELECTRICALDRAWINGS

5 1/

2" M

IN.

PT WOOD BLOCKINGSEE SPECIFICATIONS FOR FASTENERS

PT WOOD SHIM

TAPERED INSULCRICKET BEYOND

EXISTING BAY NUMBERSIGNSREMOVE, STORE, ANDREINSTALL ASNECESSARY TOPERFORM WORK

MIN

3 1/

2"

TACK WELD ENDS OF NEW SOFFIT PANELS

PROVIDE CLIPS, SUSP. FRAMING TOMATCH EXISTING U.N.O.

SEALANT

2 1/2" GALV. MTLSTUDS @ 24" O.C.MAX

SEALANT

CANT

REPLACE EXIST. SOFFIT PANELS ASREQ'D TO PERFORM WORK. SEE PLANSFOR ESTIMATED QUANTITIES ANDNOTES

PREFINISHED METALCOUNTERFLASHINGFASTENED TO METALPANELS AT 16" O.C.MAX

0 2'1'3" 6" 9"


COORD. CONDUIT ANDJUNCTION BOX LOCATIONSEE ELECTRICAL DRAWINGSPROVIDE BLOCKING

LIGHTING FIXTURE,SEE ELECTRICALDRAWINGS.

EXISTING BAY NUMBERSIGNS (BEYOND)


PREFINISHED ALUMFASCIA WITH DRIP EDGE

1' -

0"

3/4" EXTERIOR GRADE PLYWOOD

COORD. CONDUIT LOCATIONSEE ELECTRICAL DRAWINGS

PREFINISHED ALUMSIGN PLATE, 16 GAUGE,4'-0" LONG, W/CONCEALED Z CLIPST+B @ 24" O.C. MAX

SEALANT

2 1/2" MTL STUD

EXISTING BAY NUMBERSIGNS (BEYOND)

0 2'1'3" 6" 9" 0 2'1'3" 6" 9"

SOFFIT TYPE 3SOFFIT TYPE 1 SOFFIT TYPE 2

2' - 0"2' - 0" 1' - 0"

N

NO. 1 NO. 2 NO. 3 NO. 4

CARGO BUILDINGS KEY PLAN

LANDSIDE

AIRSIDE

DETAIL 6/AR08.0001DETAIL 5/AR08.0001


LANDSIDE

1.19

SOFFIT TYPE 1 SOFFIT TYPE 2

NEW LIGHT FIXTURESEE ELECTRICAL DRAWINGS (TYP)

8' -

0" C

ANO

PY R

OO

F8'

- 0"

CAN

OPY

RO

OF

BUIL

DIN

G


LANDSIDE

3.23

SOFFIT TYPE 3 SOFFIT TYPE 3

NEW LIGHT FIXTURESEE ELECTRICAL DRAWINGS (TYP)

8' -

0" C

ANO

PY R

OO

F8'

- 0"

CAN

OPY

RO

OF

BUIL

DIN

G


t. 410.850.5425f. 410.625.4790


DATEREVISIONNO.

DATE

SCALE

DESIGNEDCHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN





PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

of 33

IF1106MAY 9, 2012


BC

DRH

FDH


C:\Users\rhallock\Documents\EXTERIOR REHAB_Central_rhallock.rvt

5/3

1/2

01

2 5

:30:4

4 P

M

As indicated

DETAILS

AR08.0001

RDHRCY

3" = 1'-0"AR06.0001 AR08.00011 TYP CANOPY ROOF DETAIL

3" = 1'-0"AR08.00012 TYP FASCIA DETAIL AT LIGHT FIXTURE

3" = 1'-0"AR06.0001 AR08.00013 TYP FASCIA DETAIL AT SIGNAGE

NOTE:

THE CONTRACTOR SHALL REFERENCE THE PART B ENVIRONMENTALSPECIFICATIONS AND PLANS FOR LEAD-BASED PAINT REMOVALREQUIREMENTS. WELDING TO PAINTED SURFACES IS PROHIBITED.

3" = 1'-0"AR08.00014 SOFFIT TYPES

CJR

16

1/4" = 1'-0"AR08.00015 BUILDING 1 AND 2 SOFFITS/PARTIAL RCP

1/4" = 1'-0"AR08.00016 BUILDING 3 AND 4 SOFFITS/PARTIAL RCP

NOTES:

ONE ROW OF EXPOSEDFASTENERS IN A REVEAL ATLAPPED PANELS IS ALLOWED ATEACH AREA BEING REPLACED.

REPLACE OR REWORK SOFFITPANELS AT NEW OVERFLOWRWCS. PROVIDE TRIM ATOPENINGS.

MATCH EXIST. SOFFIT PANELS.INSPECT AND REVIEW ALLEXISTING PROFILES ANDATTACHMENTS.

AINI

GRIVFOHTLAEWNOMMOC

TCETIHCRA

No. 012713DAVID NELSON SCHEUERMANN

ELECTRICAL - SYMBOLS, NOTES, AND

ABBREVIATIONS

EL00.0001

LINE WEIGHT TYPES

ABBREVIATIONS

SYMBOL LIST

GENERAL DEMOLITION NOTES:

GENERAL REQUIREMENTS:

DATEREVISIONNO.

METROPOLITAN WASHINGTON

AIRPORTS AUTHORITY

OFFICE OF ENGINEERING

DESIGN DEPARTMENTMETROPOLITAN WASHINGTON

AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790

THE SHEWARD PARTNERSHIP , LLCwww.theshewardpartnership.com

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

CARGO BUILDINGS 1, 2, 3, AND 4 -

EXTERIOR REHABILITATION

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106

WASHINGTON DULLES INTERNATIONAL AIRPORT

WASHINGTON, DC

of 33

Consulting Engineers, P.C.1250 23rd Street NWWashington, DC 20037FAX: 202-331-7490TEL: 202-331-1029

REENI

GNELANOIS

SE

FO

RP

SPECIAL ELECTRICAL REQUIREMENTS:

UP

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

TELE

ELECROOM

MWAASPRINKLERROOM

UP

UP

UP

--

UTILITYROOM

UTILITYROOM

ELECTRICAL POWER PLAN BUILDING 1




DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


RE

ENI

GNELANOISS

E

FO

RP

EXISTING ELECTRICAL FLOOR PLANS -

BUILDINGS 1, 2, 3 & 4

EL01.0001

DN

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


RE

ENI

GNELANOISS

E

FO

RP

ROOF DEMOLITION PLAN A - BUILDING 1

ROOF DEMOLITION PLAN B - BUILDING 1

DEMOLITION ROOF PLAN - BUILDING 1

EL02.0001

NOTES:

DN

DN

DN

DN

DN

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


RE

ENI

GNELANOISS

E

FO

RP

ROOF DEMOLITON PLAN A - BUILDING 2



EL02.0002

NOTES:

DN

DN

DN

DN

DN

DN

DN

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4



EL02.0003

21



NOTES:

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FO

RP

DN

DN

DN

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4



EL02.0004

22



NOTES:

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FO

RP

DN

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9

A

B

C

D

N

NO. 1 NO. 2 NO. 3 NO. 4


1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19

N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FO

RP

REFLECTED LIGHTING PLAN - BUILDING 1

EL03.0001

23

REFLECTED LIGHTING PLAN A - BUILDING 1

REFLECTED LIGHTING PLAN B - BUILDING 1

NOTES:

DN

DN

DN

DN

DN

2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9

A

B

C

D

2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FOR

P


EL03.0002

24


RELECTED LIGHTING PLAN B - BUILDING 2

NOTES:

DN

DN

DN

DN

DN

DN

DN

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11

A

B

C

D

3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 3.20 3.21 3.22 3.23

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4



EL03.0003

25



NOTES:

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FORP

DN

DN

DN

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9

4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18 4.19

A

B

C

D


EL03.0004

26



NOTES:

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


REENI

GNELANOIS

SE

FORP

LIGHTING FIXTURE SCHEDULE

SCHEDULES

EL07.0001

27

EXISITNG CARGO BUILDING 1 PANEL SCHEDULE

EXISTING CARGO BUILDING 2 PANEL SCHEDULES

EXISTING CARGO BUILDING 3 PANEL SCHEDULE

EXISTING CARGO BUILDING 4 PANEL SCHEDULE L

LIGHTING FIXTURE SCHEDULE

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

of 33


RE

ENI

GNELANOISSE

FO

RP

DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

BC

DRH

FDH


RE

ENI

GNELANOISS

E

FO

RP

PLUMBING - SYMBOLS, NOTES AND

ABBREVIATIONS

PL00.0001

¾

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

BC

DRH

FDH


RE

ENI

GNELANOISS

E

FO

RP

FIRST FLOOR PLAN - BUILDING 1

PL03.0001

BUILDING 1 FIRST FLOOR LAYOUT PLAN B

BUILDING 1 FIRST FLOOR LAYOUT PLAN A

N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

BC

DRH

FDH


RE

ENI

GNELANOISS

E

FO

RP


PL03.0002



N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4


DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

BC

DRH

FDH


RE

ENI

GNELANOISS

E

FO

RP


PL03.0003



N

NO. 1 NO. 2 NO. 3 NO. 4


N

NO. 1 NO. 2 NO. 3 NO. 4



PL03.0004



DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

1 of 1

IF1106


WASHINGTON, DC

BC

DRH

FDH


REENI

GNELANOIS

SE

FO

RP

OVERFLOW ROOFDRAIN (TYP.)

(E)ROOFDRAIN (TYP.)

(E) VERTICAL RAINWATER LEADER (TYP.)

SCUPPER DRAIN(TYPICAL)

OVERFLOW ROOF DRAINLEADER, NOTES 2 & 3,DWG. PL00.0001 REFERTO BUILDING FLOORPLANS FOR PIPE SIZE.

(E) I-BEAM

(E) OVERHEADDOOR (TYP.)

(E)CANOPY STEELFRAMING ABOVECANOPY CEILING

OFFSET DRAIN PIPING BELOWCEILING TO CLEAR EXISTINGCANOPY STEEL FRAMING

EDGE OFCANOPY ROOF

COLUMN LINE 1.1 COLUMN LINE 1.1/1.12 COLUMN LINE 1.9

SCUPPER DRAIN1,638 SQ.FT.

OVERFLOW ROOFDRAIN 5,388 SQ.FT.

LANDSIDECANOPY

5"

5"@1/4" FALL/FT.

GRADE

RWC0.02

5"

5"@1/4" FALL/FT.



AIRSIDE CANOPY

C.O.

4"

0.01SW SW

(E)8"

(E)6"10,776SQ.FT.

(E)C.O.

(E)8"10,776 SQ.FT.

(E)MAIN ROOFDRAIN (TYP)

RWC

(E)6"7500 SQ.FT.

CARGO BUILDINGMAIN ROOF

4"

CARGOBUILDING

CARGOBUILDINGFLOOR

4"

RWC0.02



6"

6"@1/2" FALL/FT.

6"

6"@1/2" FALL/FT.



C.O.

SW SW

(E)10"

(E)8"17,518 SQ.FT.

(E)C.O.

(E)10"17,518 SQ.FT.


RWC(E)6"12,000 SQ.FT.

CARGOBUILDING

RWC0.02

RWC0.02

4"

5"

C.O.

4"

(E)C.O.

SW SW

(E)8"

(E)6"7,500 SQ.FT.

(E)C.O.

(E)8"7,500 SQ.FT.



CARGOBUILDING

RWC

RWC

LANDSIDE CANOPY

GRADE

AIRSIDE CANOPY LANDSIDECANOPY

GRADE

AIRSIDECANOPY

CARGOBUILDINGFLOOR

CARGOBUILDINGFLOOR

GRADE GRADE GRADE


COLUMN LINE 2.2



5"

5"@1/2" FALL/FT.

5"

3"@1/2" FALL/FT.

GRADE



SW SW

(E)5"

(E)4"4,109 SQ.FT.

(E)C.O.

(E)8"8,218 SQ.FT.

CARGOBUILDINGMAIN ROOF

(E)C.O.

(E)4"4,109 SQ.FT.

(E)ROOF DRAIN,2250 SQ.FT.


(E)4" (E)4"

3"@1/2" FALL/FT.

4"

5"@1/2" FALL/FT.

4"

(E)5"4,109 SQ.FT.

CARGOBUILDING

COLUMN LINE 2.6



5"

5"@1/2" FALL/FT.

5"

5"@1/2" FALL/FT.



SW SW

(E)6"

(E)5"4,788 SQ.FT.

(E)C.O.

(E)8"9,576 SQ.FT.

(E)C.O.

(E)5"4,788 SQ.FT.


(E)ROOF DRAIN,3,000 SQ.FT.

(E)5" (E)5"

3"@1/2" FALL/FT.

5"

3"@1/2" FALL/FT.

5"

CARGOBUILDING

COLUMN LINE 2.10

SW SW

(E)6"

(E)C.O.(E)C.O.



(E)6"

CARGOBUILDING

(E)8" (E)6"

COLUMN LINE 2.14



5"

5"@1/4" FALL/FT.

5"

5"@1/4" FALL/FT.



SW SW

(E)6"

(E)5"4,788 SQ.FT.

(E)C.O.

(E)8"9,576 SQ.FT.

(E)C.O.

(E)6"4,788 SQ.FT.



(E)5" (E)6"

3"@1/2" FALL/FT.

5"

3"@1/2" FALL/FT.

6"

CARGOBUILDING

COLUMN LINE 2.18

SCUPPER DRAIN894 SQ.FT.


4"

4"@1/4" FALL/FT.

4"

4"@1/4" FALL/FT.

SCUPPER DRAIN894 SQ.FT.


SW SW

(E)5"

(E)4"3150 SQ.FT.

(E)C.O.

(E)8"6,288 SQ.FT.

(E)C.O.

(E)4"3150 SQ.FT.


(E)ROOF DRAIN,2,250 SQ.FT.

(E)4" (E)4"

3"@1/8" FALL/FT.

4"

3"@1/8" FALL/FT.

4"

CARGOBUILDING

LANDSIDECANOPY

GRADE

AIRSIDE CANOPY

GRADE

AIRSIDECANOPY

GRADE

AIRSIDECANOPY

GRADE

AIRSIDE CANOPY

GRADE

AIRSIDE CANOPY

GRADE GRADE GRADE GRADE





LANDSIDECANOPY

LANDSIDECANOPY

LANDSIDECANOPY

LANDSIDECANOPY

(E)5"(E)5"

(E)6"

(E)6"(E)6"(E)5"

(E)6"

(E)5"



5"

5"@1/4" FALL/FT.

5"

3"@1/2" FALL/FT.



SW SW

(E)10"

(E)4"5,615 SQ.FT.

(E)C.O.

(E)8"11,230 SQ.FT. (E)6"

(E)C.O.

(E)4"5,615 SQ.FT.



(E)4" (E)4"

3"@1/2" FALL/FT.

4"

5"@1/4" FALL/FT.

4"

CARGOBUILDING

GRADE

GRADE

AIRSIDE CANOPY


LANDSIDECANOPY



5"

5"@1/4" FALL/FT.

GRADE5"

5"@1/4" FALL/FT.

GRADE



LANDSIDECANOPY

(E)6"

(E)4"4,865 SQ.FT.

C.O.C.O.

(E)4"4,865 SQ.FT.

(E)4" (E)4"

3"@1/2" FALL/FT.

4"

3"@1/2" FALL/FT.

4"

CARGOBUILDING

AIRSIDECANOPY

(E)C.O.

(E)6"

(E)6"

(E)ROOF DRAIN3,375 SQ.FT.



5"

5"@1/4" FALL/FT.

5"

5"@1/4" FALL/FT.



(E)4"4,865 SQ.FT.

C.O.C.O.

(E)4"4,865 SQ.FT.

(E)4" (E)4"

3"@1/2" FALL/FT.

4"

3"@1/2" FALL/FT.

4"

CARGOBUILDING

(E)ROOF DRAIN3375 SQ.FT.

(E)6"

(E)8"9,730 SQ.FT.

(E)6"

(E)10"14,595 SQ.FT.



5"

5"@1/2" FALL/FT.

5"

5"@1/4" FALL/FT.



(E)4"4,865 SQ.FT.

C.O.C.O.

(E)4"4,865 SQ.FT.

(E)4" (E)4"

3"@1/4" FALL/FT.

4"

3"@1/2" FALL/FT.

4"

CARGOBUILDING

(E)ROOF DRAIN3,375 SQ.FT.

(E)6"

(E)6"

(E)12"24,325 SQ.FT.

(E)10"19,460 SQ.FT.

(E)12"29,190 SQ.FT.

(E)6"(E)6"



5"

5"@1/4" FALL/FT.

5"

5"@1/4" FALL/FT.



(E)4"4,865 SQ.FT.

C.O.C.O.

(E)4"4,865 SQ.FT.

(E)4" (E)4"

3"@1/2" FALL/FT.

4"

3"@1/2" FALL/FT.

4"

CARGOBUILDING

(E)6"(E)6"

GRADE

GRADE

LANDSIDECANOPY

GRADE

GRADE

LANDSIDECANOPY

GRADE

GRADE

LANDSIDECANOPY

(E)C.O. (E)C.O. (E)C.O.

AIRSIDECANOPY

AIRSIDECANOPY

AIRSIDECANOPY

COLUMN LINE 4.3





COLUMN LINE 4.6 COLUMN LINE 4.11 COLUMN LINE 4.16

(E)106" X 68"STORM WATERCULVERT

(E)ROOF DRAIN3375 SQ.FT.

(E)8"9,730 SQ.FT.

STORM WATER RISER DIAGRAMS

AND DETAILS

PL07.0001

33

TYPICAL CANOPY ROOF DRAINAGE DETAIL

DETAIL NOTES

STORM WATER RISER DIAGRAM - CARGO BUILDING NO.1




DATEREVISIONNO.


AIRPORTS AUTHORITY



AIRPORTS AUTHORITY


t. 410.850.5425f. 410.625.4790


DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN



PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

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IF1106


WASHINGTON, DC

BC

DRH

FDH


RE

ENI

GNELANOISSE

FO

RP